NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[28 Pa.B. 1251]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the Field Office indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the Field Office of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the Field Office considers the public response significant.
Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the Field Office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceeding should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, (610) 832-6130.
PA 0013285. Industrial waste, Philadelphia Suburban Water Company, 762 Lancaster Avenue, Bryn Mawr, PA 19010-3489.
This application is for renewal of an NPDES permit to discharge industrial waste from a water filtration plant in Schuylkill Township, Chester County. This is an existing discharge to Pickering Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, based on an average flow of 2.1 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 40 50 Total Suspended Solids 60 75 pH within limits of 6.0--9.0 standard units at all times Total Iron 4.0 5.0 Total Aluminum 8.0 10.0 Total Manganese 4.0 5.0 Total Residual Chlorine .5 1.0 1.2 The proposed effluent limits for Outfall 003 and 004, used in emergency situations only, and consisting of finished water are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 1.0 1.0 The proposed effluent limits for Outfall 005, a 16-inch wastewater tank discharge occurring when the wastewater tank is to be inspected is as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 1.0 1.0 The proposed effluent limits for Outfall 006, a 6-inch high lift station drain occurring on an as-needed basis is as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 1.0 1.0 The proposed effluent limits for Outfall 007, 008, 009 shall consist solely of groundwater.
Other Conditions:
The EPA waiver is in effect.
PA 0051438. Industrial waste, Westlake Plastics Company, P. O. Box 127, Lenni, PA 19052.
This application is for renewal of an NPDES permit to discharge cooling water from a thermoplastic extrusion manufacturing facility in Chester Heights Borough, Delaware County. This is an existing discharge to Chester Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 50 gpd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Suspended Solids 30 60 75 Oil and Grease 15 30 Temperature 110° pH within limits of 6.0--9.0 standard units at all times Other Conditions
The EPA waiver is in effect.
PA 0054607. Sewage, Michael and Debra Dell'Orefice, 65 Willits Way, Glen Mills, PA 19342.
This application is for renewal of an NPDES permit to discharge treated sewage from a single residence STP in Concord Township, Delaware County. This is an existing swale discharge to an Unnamed Tributary to Green Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Total Residual Chlorine monitor/report monitor/report Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 3.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, (717) 657-4590.PA 0008869. Industrial waste, SIC: 2621, P. H. Glatfelter Company, 228 South Main Street, Spring Grove, PA 17362-0500.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Codorus Creek in Spring Grove Borough, York County.
The receiving stream is classified for warm water fish, recreation, water supply and aquatic life. The discharge is not expected to impact any potable water supply.
A. Outfall 001 receives wastewater from production of pulp and paper by bleach kraft process and from secondary treated municipal wastewater.
Discharge Limitations Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) report report XXX XXX XXX pH XXX XXX 6.0--9.0 standard units at all times D. O. (minimum) XXX XXX 5 mg/l at all times CBOD5 (5-1 to 10-31) 1,168 2,335 monitor 20 30 (11-1 to 4-30) 1,751 3,503 monitor 25 35 Total Suspended Solids 3,000 6,000 monitor 60 90 NH3-N (5-1 to 10-31) XXX XXX 1.5 3.0 3.8 (11-1 to 4-30) XXX XXX 2.0 4.0 5.0 Color (Pt-Co) (Route 116 Bridge) XXX XXX monitor and report (Effluent) (Final) XXX XXX 85 170 212 (Downstream) XXX XXX 225 375 200 annual avg Temperature (Route 116 Bridge) XXX XXX varies each month (Effluent) XXX XXX monitor and report (Downstream) XXX XXX varies each month AOX 1,480 969 monitor and report Total Phosphorus XXX XXX 2 4 5 Dioxin 2,3,7,8-TCDD XXX XXX XXX 0.01 pg/l XXX Furan 2,3,7,8-TCDF XXX XXX monitor and report Aldrin XXX XXX monitor and report 4,4'DDE XXX XXX monitor and report Chloroform XXX XXX monitor and report COD XXX XXX monitor and report WETT XXX XXX monitor and report B. Outfall 002 receives wastewater from noncontact cooling water.
Discharge Limitations Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) report report XXX XXX XXX Temperature (Upstream) XXX XXX monitor and report (Effluent) XXX XXX monitor and report (Rt. 116 Bridge) XXX XXX varies each month pH XXX XXX 6.0--9.0 standard units at all times Total Residual Chlorine XXX XXX monitor and report CBOD5 XXX XXX monitor and report Total Suspended Solids XXX XXX monitor and report Streamflow at Gage (cfs) (5-1 to 10-31) 21.3 min
7-day avgmonitor and report minimum daily XXX (11-1 to 4-30) 15.8 min
7-day avgmonitor and report minimum daily XXX Streamflow at Gage (cfs) 16.4
annual averageXXX XXX C. Outfall 101, Internal Monitoring Point--Bleach Plant Effluent.
Discharge Limitations Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Chloroform 10.77 6.44 monitor monitor XXX 2,3,7,8-TCDD XXX XXX XXX <ML XXX 2,3,7,8-TCDF XXX XXX XXX 31.9 pg/l XXX Trichlorosyringol XXX XXX XXX <ML XXX 3,4,5-trichlorocatechol XXX XXX XXX <ML XXX 3,4,6-trichlorocatechol XXX XXX XXX <ML XXX Tetrachlorocatechol XXX XXX XXX <ML XXX 3,4,5-trichloroguaiacol XXX XXX XXX <ML XXX 3,4,6-trichloroguaiacol XXX XXX XXX <ML XXX 4,5,6-trichloroguaiacol XXX XXX XXX <ML XXX Tetrachloroguaiacol XXX XXX XXX <ML XXX 2,4,5-trichlorophenol XXX XXX XXX <ML XXX 2,4,6-trichlorophenol XXX XXX XXX <ML XXX 2,3,4,6-tetrachlorophenol XXX XXX XXX <ML XXX Pentachlorophenol XXX XXX XXX <ML XXX COD XXX XXX monitor monitor XXX AOX XXX XXX monitor monitor XXX Flow (mgd) monitor monitor XXX XXX XXX D. Stormwater Outfalls SW1 through SW46 shall be monitored for the following parameters:
Monitoring Requirements Discharge Parameters Composite Sample (mg/l) Grab Sample (mg/l) BOD5 monitor and report monitor and report COD monitor and report monitor and report Oil and Grease monitor and report monitor and report pH (s. u.) monitor and report monitor and report Total Suspended Solids monitor and report monitor and report Total Phosphorus monitor and report monitor and report Total Kjeldahl Nitrogen monitor and report monitor and report Total Iron monitor and report monitor and report In addition to the above effluent limitations, the permit requires the following:
1. Augmentation of the streamflow to maintain winter, summer and annual flows of 15.8, 21.3 and 16.4 cfs at the USGS Gaging Station.
2. Chronic Whole Effluent Toxicity Testing of Outfall 001.
3. Control of any Chemical Additives to prevent environment problem.
4. Completion of a new 316(a) study (fish and macroinvertebrates) to demonstrate the impact of the existing heat discharges on the Codorus Creek and recommend reductions, if necessary.
5. Continue to reduce color discharge to comply with the EPA ''Cluster Rule'' and the Amended Consent Adjudication with the Department.
6. A solids, odor and sediment bioassay study to assess impact of the discharge on the Codorus Creek.
7. Sampling of parameters found by the EPA during development of the ''Cluster Rule'' at a predefined detection limit.
8. Implementation of Best Management Practices to comply with the ''Cluster Rule.''
Public Hearing The Department of Environmental Protection (Department) has postponed the public hearing to receive testimony and comments on the second draft of a water permit for the P. H. Glatfelter Company in Spring Grove, York County. The hearing will now be held on Thursday, April 23, 1998, at the North Codorus Township Fire Hall in Spring Grove, PA beginning at 7 p.m. The pending application is for the renewal of an existing NPDES permit, which entails an industrial wastewater discharge, a noncontact cooling water discharge and multiple stormwater discharges in the Codorus Creek.
Persons intending to testify at the hearing should contact Susan Frank, Community Relations Coordinator, (717) 541-7969 on or before April 17, 1998. Persons who have already submitted a request to participate in the February 26 hearing, will automatically be on the list to testify at the April 23 hearing. Persons unable to attend the hearing may submit written testimony before May 14 to Susan Frank at One Ararat Boulevard, Harrisburg, PA 17110.
All testimony should be to the point. Each individual will have up to 10 minutes for their presentation. To ensure that all speakers have a fair and equal opportunity to present their testimony, relinquishing of time will be prohibited. Further details relating to the procedures to be followed at the hearing will be outlined at the beginning of the proceedings.
An appointment may be scheduled to review the permit application at the Southcentral Regional Office in Harrisburg by contacting Mary DiSanto at (717) 540-5018 between the hours of 8 a.m. and 4 p.m., Monday through Friday. The permit application is also available for review in the Spring Grove Borough Office and the Glatfelter Memorial Library during regular hours of operation.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings, should contact the Department for assistance. TDD users may use the AT&T Relay Service at 1 (800) 654-5984.
PA 0085561. Industrial waste, SIC: 4951, Wissahickon Spring Water, Inc., 10447 Drummond Road, Philadelphia, PA 19154.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to an unnamed tributary to Chickies Creek, in Rapho Township, Lancaster County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Columbia Borough Water Company located in Columbia Borough, Lancaster County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.022 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor and report Temperature monitor and report pH 6--9 The EPA waiver is in effect.
PA 0021563. Sewage, SIC: 4952, Gettysburg Municipal Authority, 601 East Middle Street, P. O. Box 3307, Gettysburg, PA 17325-3307.
This application is for renewal and expansion of an NPDES permit for an existing discharge of treated sewage to Rock Creek, in Cumberland Township, Adams County.
The receiving stream is classified for warm water fish, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements the existing downstream potable water supply intake considered during the evaluation was the City of Frederick, MD located on the Monocacy River. The discharge is not expected to impact any potable water supply.
The proposed interim effluent limits for Outfall 001 for a design flow of 2.1 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.3 XXX 4.6 (11-1 to 4-30) 6.9 XXX 13.8 Total Phosphorus 1.0 XXX 2.0 Total Residual Chlorine monitor and report XXX monitor and report Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average The proposed final effluent limits for Outfall 001 for a design flow of 2.45 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 XXX 4.0 (11-1 to 4-30) 6.0 XXX 12.0 Total Phosphorus 1.0 XXX 2.0 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0--9.0 inclusive Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average The EPA waiver is not in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.PA 0112950. SIC: 4952, Coastal Mart, Inc., P. O. Box 1000, Westville, NJ 08093.
This proposed action is for reissuance of an NPDES permit for an existing discharge of treated sewage to Fidlers Run in Mahanoy Township, Northumberland County.
The receiving stream is classified for the following uses: warm water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Dauphin Consolidated Water Company on the Susquehanna River, 34 miles below the discharge.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0012 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Total Chlorine Residual 2 4.6 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 200/100 ml as a geometric average pH 6.0--9.0 at all times Other Conditions: none.
The EPA waiver is in effect.
PA 0027171. Sewerage, SIC: 4952, The Municipal Authority of the Town of Bloomsburg, 301 East Second Street, Bloomsburg, PA 17815.
This proposed action is for amendment of an NPDES permit for an existing discharge of treated sewage wastewater to Susquehanna River in Town of Bloomsburg, Columbia County.
The receiving stream is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Danville Municipal Authority located at Danville.
The proposed effluent limits for Outfall 001, based on a design flow of 4.29 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual 0.69 4.1 Fecal Coliforms (5-1 to 9-30) 200 col/100 ml as a geometric mean (10-1 to 4-30) 2,000 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is not in effect.
PA 0112381. Sewerage, SIC: 4952, Columbia Investment Corporation, 6009 New Berwick Highway, Bloomsburg, PA 17815.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater to an unnamed tributary to Little Fishing Creek in Madison Township, Columbia County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Bloomsburg Water Company located approximately 6 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.0045 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 TSS 30 60 Total Cl2 Residual 2.0 4.6 Fecal Coliforms 200 col/100 ml as a geometric mean pH 6.0--9.0 at all times The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0003255. Industrial waste, SIC, Latrobe Steel Company, 2626 South Ligonier Street, Latrobe, PA 15650.
This application is for amendment of an NPDES permit to discharge process water, cooling water, stormwater and leachate from steel making operations in Latrobe Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, Loyalhanna Creek classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is the Freeport Water Company, located at Freeport, 35 miles below the discharge point.
Outfall 006: new discharge.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist of uncontaminated stormwater runoff only The EPA waiver is in effect.
PA 0205915. Sewage, Borough of Dayton, P. O. Box 396, Dayton, PA 16222.
This application is for renewal of an NPDES permit to discharge treated sewage from the Dayton Borough Sewage Treatment Plant in Dayton Borough, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Glade Run, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Armstrong Power Station on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.1 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 3 4.5 6 (11-1 to 4-30) 9 13.5 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 0.3 0.7 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0217816. Sewage, Terry and Regina Lambie, R. D. 2, Dunbar, PA 15431.
This application is for issuance of an NPDES permit to discharge treated sewage from Sunny Dale Gardens Mobile Home Park STP in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Tributary of Jacobs Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Westmoreland County Municipal Authority.
Outfall 001: new discharge, design flow of 0.026 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine .36 .85 Dissolved Oxygen not less than 4.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0042587. Sewage, MLM Enterprises, 12 North Jefferson Avenue, Canonsburg, PA 15317.
This application is for renewal of an NPDES permit to discharge treated sewage from MLM Enterprises Sewage Treatment Plant in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Little Chartiers Creek, which are classified as a high quality warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the West View Borough Municipal Water Authority, located on the Ohio River.
Outfall 001: existing discharge, design flow of 0.025 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 6.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, (814) 332-6942.PA 0033073. Sewage, Pennsylvania Department of Transportation, PennDOT Rest Stop No. 26 Westbound, Bureau of Design, HQAD, P. O. Box 3161, Harrisburg, PA 17105-3161.
This application is for renewal of an NPDES permit to discharge sewage to Five Mile Run in Washington Township, Jefferson County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Hawthorn Water Authority on Redbank Creek located at River Mile 25.55, approximately 31.01 miles below point of discharge.
The proposed discharge limits for Outfall 001, based on a design flow of 0.009000 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitoring only CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 5.5 11.0 (11-1 to 4-30) 16.5 33.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 8,000/100 ml as a geometric average Total Residual Chlorine 0.8 1.9 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0033049. Sewage, Pennsylvania Department of Transportation, PennDOT Rest Stop No. 25 Eastbound, Bureau of Design, HQAD, P. O. Box 3161, Harrisburg, PA 17105-3161.
This application is for renewal of an NPDES permit to discharge sewage to Five Mile Run in Pine Creek Township, Jefferson County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Hawthorn Water Authority on Redbank Creek located at River Mile 25.55, approximately 30.4 miles below point of discharge.
The proposed discharge limits for Outfall 001, based on a design flow of 0.009000 mgd, are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitoring only CBOD5 25 50 TSS 30 60 Ammonia-Nitrogen (5-1 to 10-31) 9.5 19.5 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Total Residual Chlorine 0.8 1.9 pH 6.0--9.0 at all times The EPA waiver is in effect.
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